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Environmental Engineering

Environmental Engineering
The design discharge for the combined sewer system shall be taken as

Rainfall + 2 DWF
Equal to rainfall
Rainfall + 6 DWF
Rainfall + DWF

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Environmental Engineering
Chlorine demand of water is equal to

Residual chlorine
Difference of applied and residual chlorine
Applied chlorine
Sum of applied and residual chlorine

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Environmental Engineering
The settling velocity of a particle in a sedimentation tank increases if

The surface area of tank is increased
The depth of tank is decreased
None of these
Particle size is decreased

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Environmental Engineering
The type of valve which allows water to flow in one direction but prevents its flow in the reverse direction is

Air relief valve
Pressure relief valve
Reflux valve
Sluice valve

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Environmental Engineering
When there is no recirculation of sewage, then recirculation factor is

None of these
Infinity
1

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Environmental Engineering
The effect of increasing diameter of sewer on the self cleansing velocity is

To increase it
Fluctuating
Nil
To decrease it

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